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PfZoPOSk> CfigN Nil-I„ <br /> Worksheet for 10-3A&B Cap <br /> A-T CuLV%KT RSMOVAL ��xA-clod <br /> Project Description <br /> Flow Element: Trapezoidal Channel <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Roughness Coefficient: 0.060 (MAX.) <br /> Channel Slope: 0.08130 (Vkv-0) ft/ft <br /> Left Side Slope: 2.00 ft/ft(H:V) <br /> Right Side Slope: 2.00 ft/ft(H:V) <br /> Bottom Width: 6.00 ft <br /> Discharge: 52.79 ft'/s <br /> Results <br /> Normal Depth: 1.06 'E—' o,K. D: D I-TC > ft <br /> Flow Area: 8.65 ft2 <br /> Wetted Perimeter: 10.76 ft <br /> Top Width: 10.26 ft <br /> Critical Depth: 1.17 ft <br /> Critical Slope: 0.05784 ft/ft <br /> Velocity: 6.10 ft/s <br /> Velocity Head: 0.58 ft <br /> Specific Energy: 1.64 ft <br /> Froude Number: 1.17 <br /> Flow Type: Supercritical <br /> GVF Input Data <br /> Downstream Depth: 0.00 ft <br /> Length: 0.00 ft <br /> Number Of Steps: 0 <br /> GVF Output Data <br /> Upstream Depth: 0.00 ft <br /> Profile Description: N/A <br /> Headloss: 0.00 ft <br /> Downstream Velocity: 0.00 ft/s <br /> Upstream Velocity: 0.00 ft/s <br /> Normal Depth: 1.06 ft <br /> Critical Depth: 1.17 ft <br /> Channel Slope: 0.08130 ft/ft <br />